7%!,4(/&+%.45#+9 .buuifx( #fwjo transportation cab ......item code item unit breathitt perry...

Governor

An Equal Opportunity Employer M/F/D

TRANSPORTATION CAB

October 23, 2019 CALL NO. 402 CONTRACT ID NO. 191065 ADDENDUM # 1 Subject: BREATHITT-PERRY COUNTIES, 121GR19D065 - FD04 Letting October 25, 2019 (1) Revised – General Summary – Pages 37-38 of 272 (2) Revised – Delete Page 39 of 272 (3) Revised – Guardrail & Drainage Summary – Page 40 of 272 (4) Revised – Paving Summary – Page 42 of 272 (5) Revised – Delete Pages 43-56 of 272 (6) Revised – Delete Pages 64-65 of 272 (7) Revised – Standard Drawings Summary – Pages 180-182 of 272 (8) Revised – Delete 83 of 272 (9) Revised – Special Notes – Page 185 of 272 (10)Revised – Delete Pages 198-200 of 272 (11)Added - Guardrail Connector Detail Sheet – Page 1 of 1 Proposal revisions are available at http://transportation.ky.gov/Construction-Procurement/. If you have any questions, please contact us at 502-564-3500. Sincerely,

Rachel Mills, P.E. Director Division of Construction Procurement RM:mr Enclosures

http://transportation.ky.gov/Construction-Procurement/

http://transportation.ky.gov/Construction-Procurement/

ITEM CODE ITEM UNIT Breathitt Perry PROJECT TOTAL

461 CULVERT PIPE - 15 IN L.F. 8 8

462 CULVERT PIPE - 18 IN L.F. 8 8

981 SLOTTED DRAIN PIPE - 15 IN L.F. 32 32

982 SLOTTED DRAIN PIPE - 18 IN L.F. 20 20

1370 METAL END SECTION TYPE 1-15 IN EACH 2 2

1450 S & F BOX INLET - OUTLET - 18 IN EACH 2 2

1691 FLUME TYPE 2 EACH 3 3

1897 ASPHALT WEDGE CURB L.F. 1,000 1,000

1987 DELINEATOR FOR G/R-BI DIR. WHITE (4) EACH 79 475 554

2014 BARRICADE-TYPE III EACH 2 4 6

2200 ROADWAY EXCAVATION CU. YD. 165.5 229.5 395.0

21802EN GR.-STEEL W BEAM-S FACE (7' POST) L.F. 8,675 3,925 12,600

2360 GUARDRAIL TERMINAL SECTION NO 1. EACH 14 7 21

2367 GUARDRAIL END TREATMENT TYPE 1 EACH 2 1 3

2372 REMOVE GUARDRAIL CON TO BR END. EACH 28 28

2377 GUARDRAIL CON TO BR END TYPE C (8) EACH 28 28

2381 REMOVE GUARDRAIL (11) L.F. 8,763 4,050 12,813

2383 REMOVE & RESET GUARDRAIL (1) L.F. 163 2,000 2,163

2391 GUARDRAIL END TREATMENT TYPE 4A EACH 1 2 3

2484 CHANNEL LINING CLASS III (2) TON 200 200

2562 TEMPORARY SIGNS SQ. FT. 500 1,069 1,569

2565 OBJECT MARKER TYPE 2 (6) EACH 28 28

20191ED OBJECT MARKER TYPE 3 EACH 3 3 6

2568 MOBILIZATION L.S. 1 1 1

2569 DEMOBILIZATION L.S. 1 1 1

2575 DITCHING & SHOULDERING (1) (9) L.F. 2,000 2,000

2650 MAINTAIN & CONTROL TRAFFIC L.S. 1 1 1

2671 PORTABLE CHANGEABLE MESSAGE SIGN EACH 2 4 6

2676 MOBILIZATION FOR MILL & TEXT. L.S. 1 1 2

2696 SHOULDER RUMBLE STRIPS-SAWED L.F. 86,370 86,370

2726 STAKING L.S. 1 1 1

2775 ARROW PANEL EACH 2 4 6

3262 CLEAN PIPE STRUCTURE (12) (1) EACH 5 5

5950 EROSION CONTROL BLANKET (1) SQ. YD. 200 300 500

6510 PAVE STRIPING-TEMP PAINT-4 IN L.F. 500 90,895 91,395

6514 PAVE STRIPING-PERM PAINT-4 IN L.F. 1,000 182,790 183,790

6568 PAVE MARKING - THERMO STOP BAR - 24 IN L.F. 68 68

6573 PAVE MARKING - THERMO STR ARROW EACH 5 5

6574 PAVE MARKING - CURV ARROW EACH 50 50

6576 PAVE MARKING - THERMO ONLY EACH 1 1

6578 PAVE MARKING - THERMO MERGE ARROW EACH 11 11

20458ES403 CENTERLINE RUMBLE STRIPS (10) L.F. 33,514 33,514

24489EC INLAID PAVEMENT MARKER (7) EACH 825 825

10020NS FUEL ADJUSTMENT DOLLAR 40,867 40,867

GENERAL SUMMARY

BREATHITT - PERRY COUNTIES 121GR19D065 - FD04

REVISED ADDENDUM #1: 10-23-19 Contract ID: 191065

Page 37 of 272

10030NS ASPHALT ADJUSTMENT DOLLAR 102,647 102,647

21415ND EROSION CONTROL (3) L.S. 1 1 1

20071EC JOINT ADHESIVE (13) L.F. 165,400 165,400

SIGNS (SEE SHEET SIGN SUMMARY AND MAPS.)

6403 FLEXIBLE DELINEATOR POSTS -BW EACH 118 118

6406 ALUMINUM SHEET. SIGNS 0.080 GAUGE SQ. FT. 720 295 1015

6407 ALUMINUM SHEET. SIGNS 0.125 GAUGE SQ. FT. 1,240 409 1649

6410 STEEL POST TYPE 1 L.F. 3,260 1,240 4500

6412 STEEL POST MILE MARKERS EACH 16 7 23

24631EC BARCODE LABEL EACH 339 129 468

(1) AT LOCATIONS AS DIRECTED BY THE ENGINEER

(2) 200 TONS TO BE PLACED AT LOCATIONS AS DIRECTED BY THE ENGINEER

(3) SEE EROSION CONTROL SPECIAL NOTE

(4) ADDITIONAL 300 TO BE USED AT GUARDRAILS WITH MISSING DELINEATOR.

(5) ADDITIONAL 500 L.F. TO BE USED AT LOCATIONS AS DIRECTED BY THE ENGINEER.

(6) SEE STD. DRAWING RBR-060

(7) EXISTING PAVE. MARKER REMOVAL SHALL BE INCIDENTAL TO ASPHALT PAVEMENT MILLING & TEX.

(8) SEE STANDARD DRAWING FOR TYPE C CONNECTOR IN THE PROPOSAL.

(9) INCLUDES BOTH DIRECTIONS OF ROADWAY AND CLEANING OUT ALL PERFORATED PIPE HEADWALLS.

(10) STANDARD DRAWING FOR "CENTERLINE RUMBLE STRIPS 6 INCH STRIPING" SHALL BE USED.

(11) INCLUDED QUANTITIES TO REMOVE EXISTING G.R. END TREATMENTS WITHIN THE CONST. LIMIT.

(12) THIS BID ITEM IS INTENDED FOR PIPES WITH DIAMETER EQUAL TO OR GREATER THAN 36". CLEANING

PIPE STRUCTURES WITH DIAMETER SMALLER THAN 36" ARE INCIDENTAL TO BID ITEM "DITCHING

& SHOULDERING".

(13) SEE SHOULDER JOINT AND CENTERLINE JOINT DRAWINGS.

NOTES FOR SIGNS - ADDITIONAL NOTES CAN BE FOUND IN SIGNING PLANS.

*THE EXACT SIGN LOCATIONS SHALL BE FIELD VERIFIED AND DETERMINED BY THE CONTRACTOR

AND APPROVED BY THE ENGINEER. MILE POINTS PROVIDED ON THE SIGNING PLANS ARE FOR

REFERENCE ONLY.

*THE CONTRACTOR SHALL COORDINATE WITH THE ADJACENT PROJECT MANAGER/ENGINEER TO

DETERMINE IF TEMPORARY CONSTRUCTION SIGNS FOR OTHER PROJECTS NEED TO BE REMOVED OR

RELOCATED.

*CLEARING AND GRUBBING, AND TREE TRIMMING, WHEN REQUIRED FOR CONSTRUCTION OR

VISIBILITY OF SIGNS, SHALL BE INCIDENTAL TO THE CONTRACT. LOCATIONS TO BE DETERMINED BY THE

ENGINEER.



8 of 272

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REMOVE AND RESET GUARDRAIL

SLOTTED DRAIN PIPE - 15 IN

SLOTTED DRAIN PIPE - 18 IN

CULVERT PIPE 15 IN

CULVERT PIPE 18 IN

METAL END SECT. TYPE 1 - 15 IN

SLOPED & FLARED INLET-OUTLET 18 IN

GUARDRAIL (7FT POST)

ASPHALT WEDGE CURB

ASPHALT MILLINGS****



0 of 272

ITEM CODE UNIT

BREA

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PERR

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PR

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CT

TOTA

L

1 DGA BASE (3) (11) TON 9 3,357 3,366

78 CRUSHED AGGREGATE SIZE NO. 2 (2) TON 200 200

100 ASPHALT SEAL AGGREGATE (4) (7) TON 5.3 38.2 43.5

103 ASPHALT SEAL COAT (5) (7) TON 0.6 4.6 5.2

194 LEVELING AND WEDGING PG 76‐22 (13) TON 48 1445 1,493

214 CL3 ASPH BASE 1.0D PG 64‐22 (14) TON 5741 5,741

216 CL3 ASPH BASE 1.0D PG 76‐22 (10) TON 484 3,839 4,323

356 ASPHALT MATERIAL FOR TACK (9) TON 84.7 84.7

387 CL3 ASPH SURF 0.38B PG76‐22 TON 327 16,139 16,466

2677 ASPH. PAVE MILL. & TEXTURING (6) TON 654 24,914 25,568

24878EC ASPHALT EMUL. FOR FOG SEAL (12) TON 50.0 50.0

(1) ALL ASPHALT MIXTURES ARE ESTIMATED AT 110 LBS. PER SQ. YD. PER INCH OF DEPTH(2) 200 ADDED FOR REPAIR OF EMBANKMENT WHEREVER NEEDED. USE AS DIRECTED BY THE ENG.(3) ESTIMATED AT 115 LBS. PER SQ. YD. PER INCH OF DEPTH(4) ESTIMATED AT 20 LBS/SQ YD.(5) ESTIMATED AT 2.4 LBS/SQ. YD.(6) SEE PROJECT NOTES FOR MILLINGS.(7) TO BE PLACED AT OUTSIDE EDGE OF PAVED SHOULDER TO A POINT 3' DOWN THE DITCH OR FILL SLOPE, TWO APPLICATIONS.(8) ASPHALT SEAL AGGREGATE AND SEAL COAT TO BE APPLIED AT LOCATIONS WITH NEW GUARDRAIL.(9) ESTIMATED AT 0.84 LBS (0.1 GAL) PER SQUARE YARD.(10) 500 TONS ADDED FOR LOCATIONS WHERE SHOULDER OR CENTERLINE JOINTS NEED TO BE REPAIRED. SEETYPICAL SECTION OF SHOULDER AND CENTERLINE JOINTS REPAIRS FOR DETAIL.(11) 500 TONS ADDED FOR REPAIR OF SHOULDERS WHEREVER NEEDED. USE AS DIRECTED BY THE ENG.(12) TO BE USED ON EXISTING SHOULDERS (OUTER REMAINING) AS DIRECTED BY THE ENGINEER. SEE SPECIAL NOTE FOR FOG SEAL. FOR CALCULATION PURPOSE, ASSUMED 8.4 LBS/GAL(13) 500 TONS ADDED. TO BE USED DURING MOT OR AT LOCATIONS AS DIRECTED BY THE ENGINEER.(14) INCLUDING 44.8 TONS FOR SHOULDER WIDENING ON PERRY SITE 3.

PAVING SUMMARY



Page 42 of 272

STANDARD DRAWINGS APPLICABLE TO PROJECT

RBI-002-07 TYPICAL GUARDRAIL INSTALLATIONS

RBI-004-05 INSTALLATION OF G.R. END TREATMENT TYPE 1

RBR-001-12 STEEL BEAM GUARDRAIL (“W” BEAM)

RBR-005-10 GUARDRAIL RAIL COMPONENTS

RBR-010-05 GUARDRAIL TERMINAL SECTIONS

RBR-015-05 STEEL GUARDRAIL POSTS

RBR-020-06 GUARDRAIL END TREATMENT TYPE 1

RBR-035-11 GUARDRAIL END TREATMENT TYPE 4A

RBR-055 DELINEATORS FOR GUARDRAIL

RBR-060 DELINEATORS AT NARROW SHOULDER BRIDGES

RBR-100-07 STEEL BEAM GUARDRAIL (THRIE BEAM)

RDB-105-06 SLOPED AND FLARED BOX INLET-OUT 18”-36”

RDB-106-05 GRATES FOR SLOPED AND FLARED BOX INLET-OUTLET

RDB-150-02 METAL END SECT. TYPE 1 AND 2 (PARRALLEL STRUCTURES)



Page 180 of 272

RDD-021-07 FLUME INLET TYPE 2

RDX-225 SILT TRAP TYPE B

RDX-101-04 SILT TRAP TYPE C

RDD-040-04 CHANNEL LINING CLASS II AND III

RDI-001-10 CULVERT, ENT, AND S.S. PIPE TYPE AND COVER HEIGHT.

RDI-020-09 PIPE BEDDING FOR CULVERTS, ENTRANCE & S.S. PIPE

RDI-021-01 PIPE BEDDING FOR CULV, ENT & S.S. REINFOR. CONC. PIPE.

RDI-040-01 PIPE BEDDING TRENCH CONDITION

RDI-41-01 PIPE BEDDING TRENCH CONDITION REINFOR. CONC. PIPE.

RDI-035-02 COATINGS, LININGS AND PAVINGS NON-STRUCT. PLAT PIPE. RGX-060-01 BREAKAWAY SIGN SUPPORT SYSTEM FOR TYPE C BEAM

RDI-200-05 SLOTTED DRAIN PIPE (DETAIL SHEET)

TPM-115-03 PAVE MARKER ARRANGE. TWO-LANE, TWO-WAY RDWY.

TPM-15—02 CENTERLINE RUMBLE STRIPS

TPM-160-02 CENTERLINE RUMBLE STRIPS 6 INCH STRIPING

TPM-165 SHOULDER AND EDGELINE RUMBLE STRIP DETAILS

TPM -170 FLEXIBLE DELINEATOR POST ARRANGEMENTS FOR HORIZONTAL CURVES.

TTC-135-02 SHOULDE CLOSURE

TTC-155-02 TEMPORARY PAVE MARKER ARRANGE. FOR CONST. ZONE.

TTC-160-02 TEMPORARY PAVE MARKER ARRANGE FOR LANE CLOSURES.

TTD-120-01 WORK ZONE SPEED LIMIT AND DOUBLE FINE SIGNS



Page 181 of 272

TTD-125-02 PAVEMENT CONDITION WARNING SIGNS

TTS-100-02 MOBILE OPERATION FOR PAINT STRIPING CASE I

TTS-105-02 MOBILE OPERATION FOR PAINT STRIPING CASE II

RGS-002-05 SUPERELEVATION FOR MULTI-LANE PAVEMENT

RGS-001-06 CURVE WIDENING AND SUPERELEVATION TRANSITIONS

SEPIA LIST

1. SEPIA 002 CENTERLINE RUMBLE STRIPS

2. SEPIA 004 CENTERLINE RUMBLE STRIPS 6 INCH STRIPING

3. SEPIA 005 SHOULDER AND EDGELINE RUMBLE STRIP DETAILS

4. SEPIA 007 SHOULDER RUMBLE STRIP DETAILS TWO LANE ROADWAYS.

5. SEPIA 008 RUMBLE STRIP DETAILS MULTI-LANE RDWYS AND RAMPS

6. SEPIA 011 PAVE. MARKER ARRANGEMENTS TWO-WAY LEFT TURN LANE

7. SEPIA 024 TYPICAL GUARDRAIL INSTALLATIONS

8. SEPIA 025 INSTALLATION OF GUARDRAIL END TREATMENT TYPE 1

9. SEPIA 027 STEEL BEAM GUARDRAIL “W” BEAM

10. SEPIA 028 STEEL GUARDRAIL POSTS

11. SEPIA 029 GUARDRAIL END TREATMENT TYPE 1

12. SEPIA 030 GUARDRAIL END TREATMENT TYPE 4A

13. SEPIA 032 DELINEATOR FOR GUARDRAIL

14. SEPIA 033 GUARDRAIL SYSTEM TRANSITION



Page 182 of 272

P a g e | 4

6. FIXED COMPLETION DATE7. FOG SEAL8. CHANGEABLE MESSAGE BOARD9. WATE AND BORROW SITE10. COORDINATION OF WORK



Page 185 of 272


ADDED ADDENDUM #1: 10-23-19 Contract ID: 191065

Page 1 of 1

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